Morphey Construction/Eng/CO #2/13,724.10/Structure Replacement #15-09CITY OF CARMELrt-,l)
TO: CONTRACT CHANGE ORDER NO.: 02
Morphey Construction DATE: 04/13/2017
1499 N. Sherman Dr. PROJECT NAME: Small Str. Replacement —15-09
Indianapolis, IN. 46201 CITY REQ. NO.:
CITY PO NO.: 33414
CITY PO DATE: 1/6/2016
I. You are directed to make the following changes in this Contract:
The following original items were increased/ decreased slightly and the following new
items were added to the total contract. The reason for these changes were due to modifications
to the new structure backfill material resulting in a credit and time and material work performed
as extra due to scope changes.
II. The following referenced Documents further describe the changes outlined in Paragraph I,
and are to be considered a part of this Change Order: R.F.P.: W.D.C. No.: Other:
Change order due to credit offered and scope changes.
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this' Change Order $_487 484.90
Contract Price will be increased/decreased by this Change Order $ 13,724.10
New Contract Price including this Change Order $_501.,209.00
Contract Time Prior to this Change Order 135 Days Completion Date
Net increased/decreased resulting from this Change Order 0 Days
Current Contract Time including this Change Order 135 Days Completion Date
This Change Order is for full and final settlement of all direct, indirect, impact costs and time
extensions incurred at any time resulting from the performance of the changed work.
SCHEDULED ADJUSTMENT
ITEM
AMOUNT
(+) OR (-) DAYS
Structure Backfill, Type 5
-83.0 CYS.
-$8300.00
Zero (0) Days
Structure Backfill, Type 3
83.0 CYS.
$5976.00
Zero (0) Days
Time & Material Work
1.0 LS.
$5400.00
Zero (0) Days
Time & Material Work
1.0 LS.
$10,648.10
Zero (0) Days
II. The following referenced Documents further describe the changes outlined in Paragraph I,
and are to be considered a part of this Change Order: R.F.P.: W.D.C. No.: Other:
Change order due to credit offered and scope changes.
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this' Change Order $_487 484.90
Contract Price will be increased/decreased by this Change Order $ 13,724.10
New Contract Price including this Change Order $_501.,209.00
Contract Time Prior to this Change Order 135 Days Completion Date
Net increased/decreased resulting from this Change Order 0 Days
Current Contract Time including this Change Order 135 Days Completion Date
This Change Order is for full and final settlement of all direct, indirect, impact costs and time
extensions incurred at any time resulting from the performance of the changed work.
The Above Changes Are
Recommenced
-HWC. Engineering
ENGINEER
IS I N. Delaware Stl.. 800
Address
'The Above Changes Are.
Actepte4:
MomheY Construptim
(ZONTPACTOIRI.
1499 N. Sherman Dx.
Address
JpdianpQli,s, IN. 46204 IN. 4:6210
city/Sutepp City/S.tate/Zip
j, A
B.
'Phone.. Phbne:
Datd:
Date. 4j -
Approved-,
CITY OF CARMEL
PROJECT 15-09
CHANGE ORDER NO.2
SUPPLEMENTAL DESCRIPTION
1. Item #12 — Structure Backfill, Type V — Credit cost �,-a,300.O 0
This credit was offered to the contract by switching the material type and means/ method of
installation for both Culvert #86 (Ralston Ave.) and Culvert #102 (Rolling Springs Drive). The
proposed change was based on weather conditions and acceleration of the work item. The
material change was approved by HWC Engineering from a structural analysis and allowable
changes within accordance of the Indiana Department of Transportation specifications for this
type of work. This was a 100% item change.
2. Item #47 — Structural Backfill, Type III — Supplemental cost $5,967.00
This item was added to replace Item #12. This was a change to granular material due to
weather conditions at the time of placement, which helped accelerate the work. This work
included material cost, and labor/ equipment cost to place In accordance with project
specifications. This cost reduced the original bid item by 29%.
3. Item #48 — Time & Material Work — Rolling Springs Drive — Additional cost $5,400.00
This additional cost is for extra work at Culvert #102 (Rolling Springs Drive). After installation
of the proposed articulated concrete mattress' in the creek flow line, it was determined that
and additional tree would require removal in order for the ACM to be installed and function
properly. The tree in question was over twelve (12) inches in diameter and it was determined
that time and material work would offer the best cost for the City. The tree had been left in
place during the original clearing work in an effort to not over remover existing urban forestry
in the neighborhood. This is a 1.0% over run of the current contract price.
4. Item #49 — Time & Material Work — Ralston Avenue — Additional cost $10,648.10
This additional cost is for extra work at Culvert #86 (Ralston Avenue). After work was
complete, during average rain events, a sizeable amount of water was trapped in front of
11520 Ralston Avenue beyond the original project limits. After additional investigation and
minor survey work, the City Engineering department directed HWC and Morphey Construction
to facilitate a solution to move the trapped water to the newly installed drainage structures
within the project limits which was accomplished in accordance project specifications. This is
a 2% over run of the current contract price.
Total Increase to the current contract amount = $13,724.10 or 3% overall cost increase.